Consider the design the simply supported timber floor joists for a domestic dwelling as shown in Using the design data given, check the following limit state requirements (a) bending, (b) shear (c) bearing and (d) lateral torsional stability Design parameters: (i) Timber of strength class C16 (ii) floor width, b, is 3.6 m and floor span, / is 3.4 m. (iii) joists are spaced at 600 mm centres. (iv) flooring is tongue and groove boarding of thickness 21 mm and a self-weight of 0.10 kN/m². Ceiling is of plastered with a self-weight of 0.2 kN/m². (v) (vi) Assume joist self-weight of 0.10 kN/m². (vii) Try 75 mm wide x 275 mm deep joist. (viii) The bearing length is 100 mm. (ix) Variation action for domestic dwelling is 1.50 kN/m². Floor deck tongue and groove boarding Plasterboard 600 mm 600 mm ceiling
Consider the design the simply supported timber floor joists for a domestic dwelling as shown in Using the design data given, check the following limit state requirements (a) bending, (b) shear (c) bearing and (d) lateral torsional stability Design parameters: (i) Timber of strength class C16 (ii) floor width, b, is 3.6 m and floor span, / is 3.4 m. (iii) joists are spaced at 600 mm centres. (iv) flooring is tongue and groove boarding of thickness 21 mm and a self-weight of 0.10 kN/m². Ceiling is of plastered with a self-weight of 0.2 kN/m². (v) (vi) Assume joist self-weight of 0.10 kN/m². (vii) Try 75 mm wide x 275 mm deep joist. (viii) The bearing length is 100 mm. (ix) Variation action for domestic dwelling is 1.50 kN/m². Floor deck tongue and groove boarding Plasterboard 600 mm 600 mm ceiling
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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